Steel Buildings in Europe

Part 11: Moment Connections 11 - 49 Table 4.36 Eaves connection – IPE 500 6 7 3 4.2 15 875 M24 5x70 2x70 70 500 110 250 130 100 200 14 14 IPE 500 IPE 500 4 10.3 9.9 750 25 10.9 55 130 Bolts M24 10.9 Hole diameter 26 mm Column stiffeners t p = 14 mm End plate t p = 25 mm Column IPE 500 Beam IPE 500 S235 S275 S355 Positive moment Design moment resistance M j,Rd (kNm) 514,9 599,2 763,7 Minimum span length for ‘rigid’ L b,min (m) 13,80 Negative moment Design moment resistance M j,Rd (kNm) 492,3 537,6 682,1 Minimum span length for ‘rigid’ L b,min (m) 16,62 Design axial resistance Tension N t,j,Rd (kN) 812 951 1227 Compression N c,j,Rd (kN) 812 951 1227 Design shear resistance V j,Rd (kN) 791